HomeMy WebLinkAboutS-408503DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
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11
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STD. PLAN - 400.1
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PUBLIC WORKS
DEPARTMENT
STANDARD SANITARY MANHOLE
PROM'
GAZ 9/11/2019
-E
Di STANDARD SANITARY MANHOLE
NITS
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7
2:12 P
I I
EX. SEWER MAIN i i i i •
I PROPERTY LINE
_SPOOL z i 1
(LENGTH AS NEEDED) 3'-0' MIN.�-
6" SEWER STUB FUTURE 4" SIDE SEWER
- Dom- -____�
I I I
2"x 4" STUD MARKING POST PAINTED
1 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED
`SEWER MAIN TEE X 6" TEE i I IN 3" HIGH BLACK LETTERS AND p6 WIRE
SIDEWALK : z WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD,
t>J COUPLING (TYP.) L_J_L---------
J I a
3
6"M"M" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
o (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
r APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD.
I CONCRETE PAD TO BE 6" IN DEPTH.
-T-J r
_J
BEND AS B"
REQUIRED
/ SEWERN MAINNITARY -a
{{{ _2,py,. MIN. SLOPE !\
\ ` `FUTURE 4" SIDE SEWER
�fi" SEWER STUB `6"X6"X6" WYE `FUTURE 5"x 4" REDUCER
SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING •STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC.); CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR .APPROVED EQUAL).
F. HOPE - CORE -DRILLED WITH A ROMAC SADDLE. "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER.
G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
our
3000
wt
CONCRETEBLO- 29,MINSLOPE
HORIZONTAL
6" MIN. SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
SIDE SEWER STUB STD. PLAN -406.1
PUBLIC WORKS INSTALLATION APPR
DEPARTMENT GA
V:RJZ 9/11/2019 I
(SEWER MAIN TO PROPERTY LINE) D-
SIDE SEWER AND CLEANOUT INSTALLA11ON
:12
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
MANHOLE FRAVE 'J B COVER
PET STD. �LAJ 401.
AD a TIV_vT PINS -
`ND PII RTAP ,CHITS
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('A, -• TINT. HALL -E P- . E D. L- �101
A. M NHOL EUIION 10 b_ D RN IT LL DEC! -,NCRLIE
5. ED USN,,4 IT JF - TINC T-) _,RACE - dALL 6E P STD P AN l;;i;
THE HIDE SF --Hlf,4 FR')FI-ITED.
6. ,AEI TAP - AER M•+ I „I FS IAI I 1-ItVT AT I_ INTFRh?h INCLUDING CI a 1`1G,
1 C -) '-EA_ED) 41TH ,A HIG-(-LIDS IJFE HANE CJATINL,, ^ _R
III II C.,(/A'.T 1C-OR AF R1-.1 C FCU.I' '.-II-,P C CC.ATf , TAT IRF V;9-IITE.
.. RUBBER (-ASK-TED IC'VIS SHALL -E IN t.UNFO?MHNcE WITH ASIM C-L4C-
8- CI IANNFI. 1 FICJ I- `TIAI I CSC MIT HV_M OF _s/d HIT INS,CF DIAMFTLR 0- HIT I ARG-1 =hF
9. CCNNFCTI. IP . T- MANHOLE SHAI I BE MAD= I,SINf .,PIV A . %FTCP, K2I N-SFAL
N,),' CR AI. H2O �LC -CJAL.
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1' ABG JE ITlJSHELI PAD- MUSI H.. A MINIMUHI 2' CI t1L _4 C J:,PL IIIISS
POURED AT -RATE IN =a"ED AREAS, C,f'ER MJS- SLOPE IN ALL DREf' 'L = WATCH PAVING.
STD. PLAN - 400.2
ffloS PUBLIC WORKS SANITARY MANHOLE Avv eo:
DEPARTMENT SHALLOW GAZ 9/11/2019
SANITARY MANHOLE SHALLOW
NITS
DocuSign Envelope ID:7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
3„
11
38 WIDTH
WHITE POST
62„
-1
24"
J_
SEWER MANHOLE MARKER POST
SEWER MANHOLE MARKER POST SHALL BE EQUAL TO
CARSONITE UTILITY MARKER
SEWER MANHOLE MARKER POST TO BE USED FOR
SANITARY SEWER MANHOLES IN UNIMPROVED AREAS.
SEWER MANHOLE MARKER POST SHALL IDENTIFY THE
MANHOLE AS "SANITARY SEWER".
STD. PLAN - 404.2
PUBLIC WORKS '"" o'
V DEPARTMENT SEWER MANHOLE MARKER POST GAZ 9/11/2019 I
VQ DEPARTMENT
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NITS C5.1 NITS
coterra
ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
ph 206.596.7115
coterraengineering.com
NO.
RECORD DRAWINGS
REVISION
:12 PM
:12 PP
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7
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/ E DUALLY SPACEE 110
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IllA 31- :SFE Ur -All ?
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0 0
\SEWER
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COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
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COVER SECTION VIEW
BOLTING DETAIL
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2 I.,L I IAML RN) CO IJF CO F_F1M (;Hi9IFY
C � ;" DN COVER) +R A Y (S"ECI-Y
CP 'NA_FF
STD. PLAN - 401
e� PUBLIC WORKS "'"D
DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 2
annwa,t.aemimm.or PATE
MANHOLE FRAME AND COVER
:12 P
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
TEE OF APPROPRIATE SIZE
SEE NOTE 6
::::::��-"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
,y 90° BEND
`• a: 3/4 THE DIAMETER OF
_. ..
' THE DOWNSTREAM PIPE
NOTES:
1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO BE USED UPON
APPROVAL BY THE WASTEWATER UTILITY SECTION.
2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE.
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE
60" DIAMETER.
4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR,
KOR-N-SEAL BOOTS OR APPROVED EQUAL.
5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER
OF THE INSIDE DROP PIPING IS 12", INSIDE DROPS EXCEEDING 12" IN
DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER
UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE.
6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS
SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS,
STD. PLAN - 402.2
PUBLIC WORKS INSIDE DROP CONNECTION °
DEPARTMENT FOR SANITARY MANHOLE GAZ
W
9/11/2019 I
DATE
INSIDE DROP CONNECTION
C5.1 TUTS C5.1 TUTS
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7
W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL /
6
j /�-
BEDDING FOR SANITARY SEWER PIPE
NOTES
:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
Alftk
STD. PLAN - 405
w PUBLICWORKS FOR SANITARY SEWERS PIPE BEDDING "'"
DEPARTMENT GAZ 9/11/2019
A"udwo,.(>nm�.o-,a DATE
PIPE BEDDING FOR SANITARY SEWER
NITS
SCIII
1 NI-20'
ONE INCH
AT FULL SCALE
IF NOF ONE INCH
SCALE ACCORDINGLY
HORZONVIL. NAD 19W/11991
DATUM
:12 PN
CONSTRUCTION
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY OF
FF
RENTON
Planning/Building/Public Works Dept.
Z
0
w
12 PP
T
a
J
v J
S-40850375
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
CITY OF RENTON CML DETAILS
Z
0
W
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°"W_ 7/29/19
FELO90WC:
PAGE
O
J
DRAWING No-
C5.1
sHEEr OF'
18 35